Loss-of-coolant accident reactor cooling system

ABSTRACT

A nuclear reactor cooling system with passive cooling capabilities operable during a loss-of-coolant accident (LOCA) without available electric power. The system includes a reactor vessel with nuclear fuel core located in a reactor well. An in-containment water storage tank is fluidly coupled to the reactor well and holds an inventory of cooling water. During a LOCA event, the tank floods the reactor well with water. Eventually, the water heated by decay heat from the reactor vaporizes producing steam. The steam flows to an in-containment heat exchanger and condenses. The condensate is returned to the reactor well in a closed flow loop system in which flow may circulate solely via gravity from changes in phase and density of the water. In one embodiment, the heat exchanger may be an array of heat dissipater ducts mounted on the wall of the inner containment vessel surrounded by a heat sink.

CROSS-REFERENCE TO RELATED PATENT APPLICATIONS

The present application claims the benefit of U.S. Provisional PatentApplication No. 61/828,017 filed May 28, 2013, and is acontinuation-in-part of International Patent Application No.PCT/US13,42070 filed May 21, 2013, which claims of benefit of U.S.Provisional Patent Application No. 61/649,593 filed May 21, 2012, theentireties of which are incorporated herein by reference.

FIELD OF THE INVENTION

The present invention relates nuclear reactors, and more particularly toa passive confine system for use in the event of a loss-of-coolantaccident and a reactor shutdown.

BACKGROUND OF THE INVENTION

The containment for a nuclear reactor is defined as the enclosure thatprovides environmental isolation to the nuclear steam supply system(NSSS) of the plant in which nuclear fission is harnessed to producepressurized steam. A commercial nuclear reactor is required to beenclosed in a pressure retaining structure which can withstand thetemperature and pressure resulting from the most severe accident thatcan be postulated for the facility. The most severe energy releaseaccidents that can be postulated for a reactor and its containment cangenerally be of two types.

One thermal event of potential risk to the integrity of the containmentis the scenario wherein all heat rejection paths from the plant'snuclear steam supply system (NSSS) are lost, forcing the reactor into a“scram.” A station black-out is such an event. The decay heat generatedin the reactor must be removed to protect it from an uncontrolledpressure rise.

Loss-of-Cooling Accident (LOCA) is another type of thermal eventcondition in which a breach in the pressure containment boundary ofreactor coolant system (RCS) leads to a rapid release of flashing waterinto the containment space. The reactor coolant (primary coolant),suddenly depressurized, would violently flash resulting in a rapid riseof pressure and temperature in the containment space. The in-containmentspace is rendered into a mixture of air and steam. LOCA events areusually postulated to occur due to a failure in an RCS system pipecontaining the primary coolant water. The immediate consequence of aLOCA is rapid depressurization of the RCS and spillage of largequantities of the primary coolant water until the pressure inside theRCS and in the containment reach equilibrium. Nuclear plants aredesigned to scram immediately in the wake of the RCS depressurizationwhich suppresses the reactor's criticality and stops the chain reaction.However, the large enthalpy of the primary coolant water spilling fromthe RCS into the containment and the ongoing generation of decay heat inthe core are sources of energy that would cause a spike in thecontainment pressure which, if sufficiently high, may threaten itspressure retention capacity.

More recently, the containment structure has also been called upon bythe regulators to withstand the impact from a crashing aircraft.Containment structures have typically been built as massive reinforcedconcrete domes to withstand the internal pressure from LOCA. Althoughits thick concrete wall could be capable of withstanding an aircraftimpact, it is also unfortunately a good insulator of heat, requiringpumped heat rejection systems (employ heat exchangers and pumps) toreject its unwanted heat to the external environment (to minimize thepressure rise or to remove decay heat). Such heat rejection systems,however, rely on a robust power source (off-site or local dieselgenerator, for example) to power the pumps. The station black out atFukushima in the wake of the tsunami is a sobering reminder of the follyof relying on pumps. The above weaknesses in the state-of-the-art callfor an improved nuclear reactor containment system.

What is needed is an efficient energy expulsion system to bring theinternal pressure in the containment in the wake of a LOCA to normalcondition in as short a time as possible. To ensure that such a systemwould render its intended function without fail, it is further desirablethat it be gravity operated (i.e., the system does not rely on anavailable power source to drive any pumps or motors).

SUMMARY OF THE INVENTION

A passive nuclear reactor cooling system for use in the event of aloss-of-coolant accident (LOCA) and complete reactor shutdown isprovided that overcomes the foregoing drawbacks. The cooling system isconfigured to create a completely passive means to reject the reactor'sdecay heat without any reliance on and drawbacks of pumps and motorsrequiring an available electric power supply. In one embodiment, thecooling system relies entirely on gravity and varying fluid densities toextract and induce flow of cooling water through the system whichincludes a heat exchanger. The cooling system is engineered to passivelyextract decay heat from the reactor in the event of a LOCA station blackout or another postulated accident scenario wherein the normal heatrejection path for the nuclear fuel core is lost such as via a rupturedpipe in the primary coolant piping or other event.

In one configuration, the passive cooling system utilizes the reservecooling water in the reactor well as a vehicle to extract and reject,decay heat from the reactor via a heat exchanger attached to the reactorcontainment vessel walls. The cooling water flows via gravity in aclosed flow loop between the reactor well and the heat exchanger toreject heat through the containment vessel walls to an external heatsink. In one embodiment, the heat sink may be an annular reservoirfilled with cooling water that surrounds the containment vessel.

In further embodiments, as further described herein, an in-containmentauxiliary reservoir (e.g. storage tank) of cooling water may be providedwhich is fluidly coupled to the reactor well to provide a supplementalsource or reserve of cooling water. The cooling system closed flow loopmay circulate cooling water between both the reactor well and auxiliaryreservoir heat exchanger and the heat exchanger.

In one embodiment, a passive reactor cooling system usable after aloss-of-coolant accident includes a containment vessel in thermalcommunication with a heat sink, a reactor well disposed in thecontainment vessel, a reactor vessel disposed at least partially in thereactor well, the reactor vessel containing a nuclear fuel core whichheats primary coolant in the reactor vessel, a water storage tankdisposed in the containment vessel and in fluid communication with thereactor well, the tank containing an inventory of cooling water, and aheat exchanger disposed in the containment vessel, the heat exchanger influid communication with the reactor well via a closed flow loop.Following a loss of primary coolant, the tank is configured and operableto flood the reactor well with cooling water which is converted intosteam by heat from the fuel core and flows through the closed flow loopto the heat exchanger. In one embodiment, the steam condenses in theheat exchanger forming condensate, and the condensate flows via gravityback to the reactor well.

The heat exchanger comprises an array of heat dissipater ductsintegrally attached to the containment vessel in one embodiment.

In another embodiment, a passive reactor cooling system usable after aloss-of-coolant accident includes a containment vessel in thermalcommunication with a heat sink, a reactor well disposed in thecontainment vessel, a reactor vessel disposed at least partially in thereactor well, the reactor vessel containing a nuclear fuel core andprimary coolant heated by the fuel core, a water storage tank disposedin the containment vessel and in fluid communication with the reactorwell, the tank containing an inventory of cooling water, and a heatexchanger disposed in the containment vessel, the heat exchanger influid communication with the reactor well via an atmospheric pressureclosed flow loop. Following a loss of primary coolant, the tank isconfigured and operable to flood the reactor well with cooling water.The cooling water in the flooded reactor well is heated by the fuel coreand converted into steam, the steam flows through the Closed flow loopto the heat exchanger and condenses forming condensate, and thecondensate flows back to the reactor well. The heat exchanger comprisesan array of heat dissipater ducts integrally attached to the containmentvessel in one embodiment.

A method for passively cooling a nuclear reactor after a loss-of-coolantaccident is provided. The method includes: locating a reactor vesselcontaining a nuclear fuel core and primary coolant in a reactor welldisposed inside a containment vessel; at least partially filling a waterstorage tank fluidly coupled to the reactor well with cooling water;releasing cooling water from the water storage tank into the reactorwell; heating the cooling water with the fuel core; converting thecooling water at least partially into steam; accumulating the steam inthe reactor well; flowing the steam through a heat exchanger; condensingthe steam forming condensate in the heat exchanger; and returning thecondensate to the reactor well, wherein the coolant steam and condensatecirculates through a closed flow loop between the heat exchanger andreactor well. In one embodiment, the steam is produced within aninsulating liner assembly disposed on an outside surface of the reactorvessel, the liner assembly being fluidly coupled to the reactor well viaflow-hole nozzles disposed at the bottom and top portions of the reactorvessel. The liner assembly may comprise a plurality of spaced apartliners. The condensing step may further include the heat exchangerrejecting heat from the steam to an annular reservoir holding water thatsurrounds the containment vessel. The heat exchanger may comprises anarray of heat dissipater ducts integrally attached to the containmentvessel adjacent the annular reservoir.

According to other aspects of the disclosure, the present inventionfurther provides nuclear reactor containment system that overcomes thedeficiencies of the foregoing arrangements for rejecting heat releasedinto the environment within the containment by a thermal event. Thecontainment system generally includes an inner containment vessel whichmay be formed of steel or another ductile material and an outercontainment enclosure structure (CES) thereby forming a double walledcontainment system. In one embodiment, a water-filled annulus may beprovided between the containment vessel and the containment enclosurestructure providing an annular cooling reservoir. The containment vesselmay include a plurality of longitudinal heat transfer fins which extend(substantially) radial outwards from the vessel in the manner of “fin”.The containment vessel thus serves not only as the primary structuralcontainment for the reactor, but is configured and operable to functionas a heat exchanger with the annular water reservoir acting as the heatsink. Accordingly, as further described herein, the containment vesseladvantageously provides a passive (i.e. iron-pumped) heat rejectionsystem when needed during a thermal energy release accident such as aLOCA or reactor scram to dissipate heat and cool the reactor.

In one embodiment according to the present disclosure, a nuclear reactorcontainment system includes a containment vessel configured for housinga nuclear reactor, a containment enclosure structure (CES) surroundingthe containment vessel, and an annular reservoir formed between thecontainment vessel and containment enclosure structure (CES) forextracting heat energy from the containment space. In the event of athermal energy release incident inside the containment vessel, heatgenerated by the containment vessel is transferred to the annularreservoir which operates to cool the containment vessel. In oneembodiment, the annular reservoir contains water for cooling thecontainment vessel. A portion of the containment vessel may includesubstantially radial heat transfer fins disposed in the annularreservoir and extending between the containment vessel and containmentenclosure structure (CES) to improve the dissipation of heat to thewater-filled annular reservoir. When a thermal energy release incidentoccurs inside the containment vessel, a portion of the water in theannulus is evaporated and vented to atmosphere through the containmentenclosure structure (CES) annular reservoir in the form of water vapor.

Embodiments of the system may further include an auxiliary air coolingsystem including a plurality of vertical inlet air conduits spacedcircumferentially around the containment vessel in the annularreservoir. The air conduits are in fluid communication with the annularreservoir and outside ambient air external to the containment enclosurestructure (CES). When a thermal energy release incident occurs insidethe containment vessel and water in the annular reservoir issubstantially depleted by evaporation, the air cooling system becomesoperable by providing a ventilation path from the reservoir space to theexternal ambient. The ventilation system can thus be viewed as asecondary system that can continue to cool the containment ad infinitum.

According to another embodiment, a nuclear reactor containment systemincludes a containment vessel configured for housing is nuclear reactor,a containment enclosure structure (CES) surrounding the containmentvessel, a water filled annulus formed between the containment vessel andcontainment enclosure structure (CES) for cooling the containmentvessel, and a plurality of substantially radial fins protruding outwardsfrom the containment vessel and located, in the annulus. In the event ofa thermal energy release incident inside the containment vessel, heatgenerated by the containment vessel is transferred to the water filledreservoir in the annulus through direct contact with the externalsurface of the containment vessel and its fins substantially radial thuscooling the containment vessel. In one embodiment, when a thermal energyrelease incident occurs inside the containment vessel and water in theannulus is substantially depleted by evaporation, the air wane system isoperable to draw outside ambient air into the annulus through the airconduits to cool the heat generated in the containment (which decreasesexponentially with time by natural convection. The existence of water inthe annular region completely surrounding the containment vessel willmaintain a consistent temperature distribution in the containment vesselto prevent warping of the containment vessel during the thermal energyrelease incident or accident.

In another embodiment, a nuclear reactor containment system includes acontainment vessel including a cylindrical shell configured for housinga nuclear reactor, a containment enclosure structure (CES) surroundingthe containment vessel, an annular reservoir containing water formedbetween the shell of the containment vessel and containment enclosurestructure (CES) for cooling the containment vessel, a plurality ofexternal (substantially) radial fins protruding outwards from thecontainment vessel into the annulus, and an air cooling system includinga plurality of vertical inlet air conduits spaced circumferentiallyaround the containment vessel in the annular reservoir. The air conduitsare in fluid communication with the annular reservoir and outsideambient air external to the containment enclosure structure (CES). Inthe event of a thermal energy release incident inside the containmentvessel, heat generated by the containment vessel is transferred to theannular reservoir via the (substantially) radial containment wall alongwith its internal and external fins which operates to cool thecontainment vessel.

Advantages and aspects of a nuclear reactor containment system accordingto the present disclosure include the following:

Containment structures and systems configured so that a severe energyrelease event as described above can be contained passively (e.g.without relying on active components such as pumps, valves, heatexchangers and motors);

Containment structures and systems that continue to work autonomouslyfor an unlimited duration (e.g. no time limit for human intervention);

Containment structures fortified with internal and external ribs (fins)configured to withstand a projectile impact such as a crashing aircraftwithout losing its primary function (i.e. pressure & radionuclide (ifany) retention and heat rejection); and

Containment vessel equipped with provisions that allow for the readyremoval (or installation) of major equipment through the containmentstructure.

BRIEF DESCRIPTION OF THE DRAWINGS

The features of the illustrative embodiments of the present inventionwill be described with reference to the following drawings, where likeelements are labeled similarly, and in which:

FIG. 1 is side elevation view of a finned primary reactor containmentvessel according to the present disclosure which forms part of a nuclearreactor containment system, the lower portions of some fins being brokenaway in part to reveal vertical support columns and circumferential rib;

FIG. 2 is transverse cross-sectional view thereof taken along lineII-II;

FIG. 3 is a detail of item III in FIG. 2;

FIG. 4 is a longitudinal cross-sectional view of the nuclear reactorcontainment system showing the containment vessel of FIG. 1 and outercontainment enclosure structure (CES) with water filled annularreservoir formed between the vessel and enclosure;

FIG. 5 is a longitudinal cross-sectional view through the containmentvessel and containment enclosure structure (CES);

FIG. 6 is a side elevation view of nuclear reactor containment system asinstalled with the outer containment enclosure structure (CES) beingvisible above grade;

FIG. 7 is a top plan view thereof;

FIG. 8 is longitudinal cross-sectional view thereof taken along lineVIII-VIII in FIG. 7 showing both above and below grade portions of thenuclear reactor containment system;

FIG. 9 is side elevation view of the primary reactor containment vesselshowing various cross-section cuts to reveal equipment housed in andadditional details of the containment vessel;

FIG. 10 is a top plan view thereof;

FIG. 11 is a longitudinal cross-sectional view thereof taken along lineXI-XI in FIG. 10;

FIG. 12 is a longitudinal cross-sectional view thereof taken along lineXII-XII in FIG. 10;

FIG. 13 is a transverse cross-sectional view thereof taken along lineFIG. 9;

FIG. 14 is a transverse cross-sectional view thereof taken along lineXIV-XIV in FIG. 9;

FIG. 15 is a transverse cross-sectional view thereof taken along lineXV-XV in FIG. 9;

FIG. 16 is a partial longitudinal cross-sectional view of the nuclearreactor containment system showing an auxiliary heat dissipation system;

FIG. 17 is an isometric view of the containment vessel with lowerportions of the (substantially) radial fins of the containment vesselbroken away in part to reveal vertical support columns andcircumferential rib;

FIG. 18 is a longitudinal cross-sectional view of a portion of the heatdissipation system of FIG. 16 showing upper and lower ring headers andducts attached to the shell of the containment vessel;

FIG. 19 is a schematic depiction of a generalized cross-section of thenuclear reactor containment system and operation of the water filledannular reservoir to dissipate heat and cool the containment vesselduring a thermal energy release event;

FIG. 20 is schematic diagram showing a reactor vessel and relatedportion of a reactor cooling system according to the present disclosurefor cooling a reactor core in the event of a LOCA;

FIG. 21 is a schematic diagram showing the overall reactor coolingsystem and containment structure for cooling a reactor core;

FIG. 22 is side cross sectional view showing the lower portion of thereactor well and reactor vessel with an insulating liner system andflow-hole nozzle arrangement;

FIGS. 22A and 22B are details from FIG. 22 showing flow-hole nozzles;and

FIG. 23 is a schematic diagram showing the flow of primary and secondarycoolant through the reactor vessel and steam generator.

All drawings are schematic and not necessarily to scale. Referencesherein to a single drawing figure (e.g. FIG. 22) which has associatedsub-parts (e.g. FIGS. 22A and 22B) shall be construed as a reference tothe figure and sub-parts unless otherwise indicated.

DETAILED DESCRIPTION OF THE EMBODIMENTS

The features and benefits of the invention are illustrated and describedherein by reference to illustrative embodiments. This description ofillustrative embodiments is intended to be read in connection with theaccompanying drawings, which are to be considered part of the entirewritten description. Accordingly, the disclosure expressly should not belimited to such illustrative embodiments illustrating some possiblenon-limiting combination of features that may exist alone or in othercombinations of features.

In the description of embodiments disclosed herein, any reference todirection or orientation is merely intended for convenience ofdescription and is not intended in any way to limit the scope of thepresent invention. Relative terms such as “lower,” “upper,”“horizontal,” “vertical,”, “above,” “below,” “up,” “down,” “top” and“bottom” as well as derivative thereof (e.g., “horizontally,”“downwardly,” “upwardly,” etc.) should be construed to refer to thenominal orientation as then described or as shown in the drawing underdiscussion. These relative terms are for convenience of description onlyand do not require that the apparatus be constructed or operated in arigorously specific orientation denoted by the term. Terms such as“attached,” “affixed,” “connected,” “coupled,” “interconnected,” andsimilar refer to a relationship wherein structures are secured orattached to one another either directly or indirectly throughintervening structures, as well as both movable or rigid attachments orrelationships, unless expressly described otherwise.

Referring to FIGS. 1-15, a nuclear reactor containment system 100according to the present disclosure is shown. The system 100 generallyincludes an inner containment structure such as containment vessel 200and an outer containment enclosure structure (CES) 300 collectivelydefining a containment vessel-enclosure assembly 200-300. Thecontainment vessel 200 and containment enclosure structure (CES) 300 arevertically elongated and oriented, and define a vertical axis VA.

In one embodiment, the containment vessel-enclosure assembly 200-300 isconfigured to be buried in the subgrade at least partially below grade(see also FIGS. 6-8). The containment vessel-enclosure assembly 200-300may be supported by a concrete foundation 301 comprised of a bottom slab302 and vertically extending sidewalls 303 rising from the slab forminga top base mat 304. The sidewalls 303 may circumferentially enclosecontainment vessel 200 as shown wherein a lower portion of thecontainment vessel may be positioned inside the sidewalls. In someembodiments, the sidewalls 303 may be poured after placement of thecontainment vessel 200 on the bottom slab 302 (which may be poured andset first) thereby completely embedding the lower portion of thecontainment vessel 200 within the foundation. The foundation walls 303may terminate below grade in some embodiments as shown to provideadditional protection for the containment vessel-enclosure assembly200-300 from projectile impacts (e.g. crashing plane, etc.). Thefoundation 301 may have any suitable configuration in top plan view,including without limitation polygonal (e.g. rectangular, hexagon,circular, etc.).

In one embodiment, the weight of the containment vessel 200 may beprimarily supported by the bottom slab 302 on which the containmentvessel rests and the containment enclosure structure (CES) 300 may besupported by the base mat 304 formed atop the sidewalls 303 of thefoundation 301. Other suitable vessel and containment enclosurestructure (CES) support arrangements may be used.

With continuing reference to FIGS. 1-15, containment structure vessel200 may be an elongated vessel including a hollow cylindrical shell 204with circular transverse cross-section defining an outer diameter D1, atop head 206, and a bottom head 208. In one embodiment, the containmentvessel 200 (i.e. shell and heads) may be made from a suitably strong andductile metallic plate and bar stock that is readily weldable (e.g. lowcarbon steel). In one embodiment, a low carbon steel shell 204 may havea thickness of at least 1 inch. Other suitable metallic materialsincluding various alloys may be used.

The top head 206 may be attached to the shell 204 via a flanged joint210 comprised of a first annular flange 212 disposed on the lower end orbottom of the top head and a second mating annular flange 214 disposedon the upper end or top of the shell. The flanged joint 210 may be abolted joint, which optionally may further be seal welded after assemblywith a circumferentially extending annular seal weld being made betweenthe adjoining flanges 212 and 214.

The top head 206 of containment vessel 200 may be an ASME (AmericanSociety of Mechanical Engineers) dome-shaped flanged and dished head toadd structural strength (i.e. internal pressure retention and externalimpact resistance); however, other possible configurations including aflat top head might be used. The bottom head 208 may similarly be adome-shaped dished head or alternatively flat in other possibleembodiments. In one containment vessel construction, the bottom head 208may be directly welded to the lower portion or end of the shell 204 viaan integral straight flange (SF) portion of the head matching thediameter of shell. In one embodiment, the bottom of the containmentvessel 200 may include a ribbed support stand 208 a or similar structureattached to the bottom head 208 to help stabilize and provide levelsupport for the containment vessel on the slab 302 of the foundation301, as further described herein.

In some embodiments, the top portion 216 of the containment vessel shell204 may be a diametrically enlarged segment of the shell that forms ahousing to support and accommodate a polar crane (not shown) for movingequipment, fuel, etc. inside the containment vessel. This will providecrane access to the very inside periphery of the containment vessel andenable placement of equipment very close to the periphery of thecontainment vessel 200 making the containment vessel structure compact.In one configuration, therefore, the above grade portion of thecontainment vessel 200 may resemble a mushroom-shaped structure.

In one possible embodiment, the enlarged top portion 216 of containmentvessel 200 may have an outer diameter D2 that is larger than the outerdiameter D1 of the rest of the adjoining lower portion 218 of thecontainment vessel shell 204. In one non-limiting example, the topportion 216 may have a diameter D2 that is approximately 10 feet largerthan the diameter D1 of the lower portion 218 of the shell 204. The topportion 216 of shell 204 may have a suitable height H2 selected toaccommodate the polar crane with allowance for working clearances whichmay be less than 50% of the total height H1 of the containment vessel200. In one non-limiting example, approximately the top ten feet of thecontainment vessel 200 (H2) may be formed by the enlarged diameter topportion 216 in comparison to a total height H1 of 200 feet of thecontainment vessel. The top portion 216 of containment vessel 200 mayterminate at the upper end with flange 214 at the flanged connection tothe top head 206 of the containment vessel.

In one embodiment, the diametrically enlarged top portion 216 ofcontainment vessel 200 has a diameter D2 which is smaller than theinside diameter D3 of the containment enclosure structure (CES) 300 toprovide a (substantially) radial gap or secondary annulus 330 (see, e.g.FIG. 4). This provides a cushion of space or buffer region between thecontainment enclosure structure (CES) 300 and containment vessel topportion 216 in the advent of a projectile impact on the containmentenclosure structure (CES). Furthermore, the annulus 330 furthersignificantly creates a flow path between primary annulus 313 (betweenthe shells of the containment enclosure structure (CES) 300 andcontainment vessel 200) and the head space 318 between the containmentenclosure structure (CES) dome 316 and top head 206 of the containmentvessel 200 for steam and/or air to be vented from the containmentenclosure structure (CES) as further described herein. Accordingly, thesecondary annulus 330 is in fluid communication with the primary annulus313 and the head space 318 which in turn is in fluid communication withvent 317 which penetrates the dome 316. In one embodiment, the secondaryannulus 330 has it smaller (substantially) radial width than the primaryannulus 313.

Referring to FIGS. 1-4, the containment enclosure structure (CES) 300may be double-walled structure in some embodiments having sidewalk 320formed by two (substantially) radially spaced and interconnectedconcentric shells 310 (inner) and 311 (outer) with plain or reinforcedconcrete 312 installed in the annular space between them. The concentricshells 310, 311 may be made of any suitably strong material, such as forexample without limitation ductile metallic plates that are readilyweldable (e.g. low carbon steel). Other suitable metallic materialsincluding various alloys may be used. In one embodiment, withoutlimitation, the double-walled containment enclosure structure (CES) 300may have a concrete 312 thickness of 6 feet or more which ensuresadequate ability to withstand high energy projectile impacts such asthat from an airliner.

The containment enclosure structure (CES) 300 circumscribes thecontainment vessel shell 204 and is spaced (substantially) radiallyapart from shell 204, thereby creating primary annulus 313. Annulus 313may be a water-filled in one embodiment to create a heat sink forreceiving and dissipating heat from the containment vessel 200 in thecase of a thermal energy release incident inside the containment vessel.This water-filled annular reservoir preferably extends circumferentiallyfor a full 360 degrees in one embodiment around the perimeter of upperportions of the containment vessel shell 204 lying above the concretefoundation 301. FIG. 4 shows a cross-section of the water-filled annulus313 without the external (substantially) radial fins 221 in this figurefir clarity. In one embodiment, the annulus 313 is filled with waterfrom the base mat 304 at the bottom end 314 to approximately the top end315 of the concentric shells 310, 311 of the containment enclosurestructure (CES) 300 to form an annular cooling water reservoir betweenthe containment vessel shell 204 and inner shell 310 of the containmentenclosure structure (CES). This annular reservoir may be coated or linedin some embodiments with a suitable corrosion resistant material such asaluminum, stainless steel, or a suitable preservative for corrosionprotection. In one representative example, without limitation, theannulus 313 may be about 10 feet wide and about 100 feet high.

In one embodiment, the containment enclosure structure (CES) 300includes a steel dome 316 that is suitably thick and reinforced toharden it against crashing aircraft and other incident projectiles. Thedome 316 may be removably fastened to the shells 310, 311 by a robustflanged joint 318. In one embodiment, the containment enclosurestructure (CES) 300 is entirely surrounded on all exposed above gradeportions by the containment enclosure structure (CES) 300, whichpreferably is sufficiently tall to provide protection for thecontainment vessel against aircraft hazard or comparable projectile topreserve the structural integrity of the water mass in the annulus 313surrounding the containment vessel. In one embodiment, as shown, thecontainment enclosure structure (CES) 300 extends vertically below gradeto a substantial portion of the distance to the top of the base mat 304.

The containment enclosure structure (CES) 300 may further include atleast one rain-protected vent 317 which is in fluid communication withthe head space 318 beneath the dome 316 and water-filled annulus 313 toallow water vapor to flow, escape, and vent to atmosphere. In oneembodiment, the vent 317 may be located at the center of the dome 316,.In other embodiments, a plurality of vents may be provided spaced(substantially) radially around the dome 316. The vent 317 may be formedby a short section of piping in some embodiments which is covered by arain hood of any suitable configuration that allows steam to escape fromthe containment enclosure structure (CES) but minimizes the ingress ofwater.

In some possible embodiments, the head space 31 between the dome 316 andtop head 206 of the containment vessel 200 may be filled with an energyabsorbing material or structure to minimize the impact load on thecontainment enclosure structure (CES) dome 316 from a crashing (falling)projecting (e.g. airliner, etc.). In one example, a plurality oftightly-packed undulating or corrugated deformable aluminum plates maybe disposed in part or all of the head space to form a crumple zonewhich will help absorb and dissipate the impact forces on the dome 316.

Referring, primarily to FIGS. 1-5 and 8-17, the buried portions of thecontainment vessel 200 within the concrete foundation 301 below the basemat 304 may have a plain shell 204 without external features. Portionsof the containment vessel shell 204 above the base mat 304, however, mayinclude a plurality of longitudinal external (substantially) radial ribsor fins 220 which extend axially (substantially) parallel to verticalaxis VA of the containment vessel-enclosure assembly 200-300. Theexternal longitudinal fins 220 are spaced circumferentially around theperimeter of the containment vessel shell 204 and extend (substantially)radially outwards from the containment vessel.

The ribs 220 serve multiple advantageous functions including withoutlimitation (1) to stiffen the containment vessel shell 204, (2) preventexcessive “sloshing” of water reserve in annulus 313 in the occurrenceof a seismic event, and (3) significantly to act as heat transfer “fins”to dissipate heat absorbed by conduction through the shell 204 to theenvironment of the annulus 313 in the situation of a fluid/steam releaseevent in the containment vessel.

Accordingly, in one embodiment to maximize the heat transfereffectiveness, the longitudinal fins 220 extend vertically forsubstantially the entire height of the water-filled annulus 313 coveringthe effective heat transfer surfaces of the containment vessel 200 (i.e.portions not buried in concrete foundation) to transfer heat from thecontainment vessel 200 to the water reservoir, as further describedherein. In one embodiment, the external longitudinal fins 220 have upperhorizontal ends 220 a which terminate at or proximate to the undersideor bottom of the larger diameter top portion 216 of the containmentvessel 200, and lower horizontal ends 220 b which terminate at orproximate to the base mat 304 of the concrete foundation 301. In oneembodiment, the external longitudinal fins 220 may have a height H3which is equal to or greater than one half of a total height of theshell of the containment vessel.

In one embodiment, the upper horizontal ends 220 a of the longitudinalfins 220 are free ends not permanently attached (e.g. welded) to thecontainment vessel 200 or other structure. At least part of the lowerhorizontal ends 220 b of the longitudinal fins 220 may abuttinglycontact and rest on a horizontal circumferential rib 222 welded to theexterior surface of the containment vessel shell 204 to help support theweight of the longitudinal fins 220 and minimize stresses on thelongitudinal welds. Circumferential rib 222 is annular in shape and mayextend a full 360 degrees completely around the circumferential of thecontainment vessel shell 204. In one embodiment, the circumferential rib222 is located to rest on the base mat 304 of the concrete foundation301 which transfers the loads of the longitudinal fins 220 to thefoundation. The longitudinal fins 220 may have a lateral extent or widththat projects outwards beyond the outer peripheral edge of thecircumferential rib 222. Accordingly, in this embodiment, only the innerportions of the lower horizontal end 220 b of each rib 220 contacts thecircumferential rib 222. In other possible embodiments, thecircumferential rib 222 may extend (substantially) radially outwards farenough so that substantially the entire lower horizontal end 220 b ofeach longitudinal rib 220 rests on the circumferential rib 222. Thelower horizontal ends 220 b may be welded to the circumferential rib 222in some embodiments to further strengthen and stiffen the longitudinalfins 220.

The external longitudinal fins 220 may be made of steel (e.g. low carbonsteel), or other suitable metallic materials including alloys which areeach welded on one of the longitudinally-extending sides to the exteriorof the containment vessel shell 204. The opposinglongitudinally-extending side of each rib 220 lies proximate to, but ispreferably not permanently affixed to the interior of the inner shell310 of the containment enclosure structure (CES) 300 to maximize theheat transfer surface of the ribs acting as heat dissipation fins. Inone embodiment, the external longitudinal fins 220 extend(substantially) radially outwards beyond the larger diameter top portion216 of the containment vessel 200 as shown. In one representativeexample, without limitation, steel ribs 220 may have a thickness ofabout 1 inch. Other suitable thickness of ribs may be used asappropriate. Accordingly, in some embodiments, the ribs 220 have aradial width that is more than 10 times the thickness of the ribs.

In one embodiment, the longitudinal fins 220 are oriented at an obliqueangle A1 to containment vessel shell 204 as best shown in FIGS. 2-3 and5. This orientation forms a crumple zone extending 360 degrees aroundthe circumference of the containment vessel 200 to better resistprojectile impacts functioning in cooperation with the outer containmentenclosure structure (CES) 300. Accordingly, an impact causing inwarddeformation of the containment enclosure structure (CES) shells 210, 211will bend the longitudinal fins 220 which in the process will distributethe impact forces preferably without direct transfer to and rupturing orthe inner containment vessel shell 204 as might possibly occur with ribsoriented 90 degrees to the containment vessel shell 204. In otherpossible embodiments, depending on the construction of the containmentenclosure structure (CES) 300 and other factors, a perpendiculararrangement of ribs 220 to the containment vessel shell 204 may beappropriate.

In one embodiment, referring to FIGS. 6-8, portions of the containmentvessel shell 204 having and protected by the external (substantially)radial fins 220 against projectile impacts may extend below grade toprovide protection against projectile strikes at or slightly below gradeon the containment enclosure structure (CES) 300. Accordingly, the basemat 304 formed at the top of the vertically extending sidewalls 303 ofthe foundation 301 where the fins 220 terminate at their lower ends maybe positioned a number of feet below grade to improve impact resistanceof the nuclear reactor containment system.

In one embodiment, the containment vessel 200 may optionally include aplurality of circumferentially spaced apart internal (substantially)radial fins 221 attached to the interior surface of the shell 204 (shownas dashed in FIGS. 2 and 3). Internal fins 221 extend (substantially)radially inwards from containment vessel shell 204 and longitudinally ina vertical direction of a suitable height. In one embodiment, theinternal (substantially) radial fins 221 may have a height substantiallycoextensive with the height of the water-filled annulus 313 and extendfrom the base mat 304 to approximately the top of the shell 204. In oneembodiment, without limitation, the internal fins 221 may be orientedsubstantially perpendicular (i.e. 90 degrees) to the containment vesselshell 204. Other suitable angles and oblique orientations may be used.The internal fins function to both increase the available heat transfersurface area and structurally reinforce the containment vessel shellagainst external impact (e.g. projectiles) or internal pressure increasewithin the containment vessel 200 in the event of a containmentpressurization event (e.g. LOCA or reactor scram). In one embodiment,without limitation, the internal fins 221 may be made of steel.

Referring to FIGS. 1-15, a plurality of vertical structural supportcolumns 331 may be attached to the exterior surface of the containmentvessel shell 204 to help support the diametrically larger top portion216 of containment vessel 200 which has peripheral sides that arecantilevered (substantially) radially outwards beyond the shell 204. Thesupport columns 331 are spaced circumferentially apart around theperimeter of containment vessel shell 204. In one embodiment, thesupport columns 331 may be formed of steel hollow structural members,for example without limitation C-shaped members in cross-section (i.e.structural channels), which are welded to the exterior surface ofcontainment vessel shell 204. The two parallel legs of the channels maybe vertically welded to the containment vessel shell 204 along theheight of each support column 331 using either continuous Orintermittent welds such as stitch welds.

The support columns 331 extend vertically downwards front and may bewelded at their top ends to the bottom/underside of the larger diametertop portion 216 of containment vessel housing the polar crane. Thebottom ends of the support columns 331 rest on or are welded to thecircumferential rib 222 which engages the base mat 304 of the concretefoundation 301 near the buried portion of the containment. The columns331 help transfer part of the dead load or weight from the crane and thetop portion 216 of the containment vessel 300 down to the foundation. Inone embodiment, the hollow space inside the support columns may befilled with concrete (with or without rebar) to help stiffen and furthersupport the dead load or weight. In other possible embodiments, otherstructural steel shapes including filled or unfilled box beams, I-beams,tubular, angles, etc. may be used. The longitudinal fins 220 may extendfarther outwards in a (substantially) radial direction than the supportcolumns 331 which serve a structural role rather than a heat transferrole as the ribs 220. In certain embodiments, the ribs 220 have a(substantially) radial width that is at least twice the (substantially)radial width of support columns.

FIGS. 11-15 show various cross sections (both longitudinal andtransverse) of containment vessel 200 with equipment shown therein. Inone embodiment, the containment vessel 200 may be part of a smallmodular reactor (SMR) system such as SMR-160 by Holtec International.The equipment may generally include a nuclear reactor vessel 500disposed in a wet well 504 and defining an interior space housing anuclear fuel core inside and circulating primary coolant, and as steamgenerator 502 fluidly coupled to the reactor and circulating a secondarycoolant which may form part of a Rankine power generation cycle. Such asystem is described for example in PCT International Patent ApplicationNo. PCT/US13/66777 filed Oct. 25, 2013, which is incorporated herein byreference in its entirety. Other appurtenances and equipment may beprovided to create a complete steam generation system.

Steam generator 502 is more fully described in International PCTApplication No. PCT/US13/38289 filed Apr. 25, 2013, which isincorporated herein by reference in its entirety. As described thereinand shown in FIGS. 11, 12, and 23 of the present application, the steamgenerator 502 may be vertically oriented and axially elongated similarlyto submerged bundle heat exchanger 620. The steam generator 502 may becomprised of a set of tubular heat exchangers arranged in a verticalstack configured to extract the reactor's decay heat from the primarycoolant by gravity-driven passive flow means.

The circulation flow loops of primary coolant (liquid water) andsecondary coolant (liquid feedwater and steam) through the reactorvessel and steam generator during normal operation of the reactor andpower plant with an available electric supply produced by the stationturbine-generator (T-G) set is shown in FIG. 23 herein. The primarycoolant flow between the fluidly coupled steam generator 502 and reactorvessel 500 forms a first closed flow loop for purposes of the presentdiscussion. In one embodiment, the primary coolant flow isgravity-driven relying on the change in temperature and correspondingdensity of the coolant as it is heated in the reactor vessel 500 bynuclear fuel core 501, and then cooled in the steam generator 502 asheat is transferred to the secondary coolant loop of the Rankine cyclewhich drives the turbine-generator set. The pressure head created by thechanging different densities of the primary coolant (i.e. hot—lowerdensity and cold—higher density) induces flow or circulation through thereactor vessel-steam generating vessel system as shown by thedirectional flow arrows.

In general with respect to a pressurized closed flow loop, the primarycoolant is heated by the nuclear fuel core 501 and flows upwards inriser column 224. The primary coolant from the reactor vessel 500 thenflows through the primary coolant fluid coupling 273 between the reactorvessel 500 and steam generator 502 and enters the steam generator. Theprimary coolant flows upward in the centrally located riser pipe 337 toa pressurizer 380 at the top of the steam generator. The primary coolantreverses direction and flows down through the tube side of the steamgenerator 502 and returns to the reactor vessel 500 through the fluidcoupling 273 where it enters an annular downcomer 222 to complete theprimary coolant flow loop.

The steam generator 502 may include three vertically stacked heattransfer sections—from bottom up a preheater section 351, steamgenerator section 352, and superheater section 350 (See, e.g. FIGS. 11,12, and 23). Secondary coolant flows on the shellside of the steamgenerator 502 vessel. Secondary coolant in the form of liquid feedwaterfrom the turbine-generator (T-G) set of the Rankine cycle enters thesteam generator at the bottom in the preheater section 351 and flowsupwards through the steam generator section 352 being converted tosteam. The steam flows upwards into the superheater section 350 andreaches superheat conditions. From there, the superheated steam isextracted and flows to the T-G set. to produce electric power.

Auxiliary Heat Dissipation System

Referring primarily now to FIGS. 2-3, 16, and 18, the containment vessel200 may further include an auxiliary heat dissipation system 340comprising a discrete set or array of heat dissipater ducts 341 (HDD).In one embodiment, the auxiliary heat dissipation system 340 andassociated heat dissipater ducts 341 may form part of a passive reactorcore cooling system described in further detail below and shown in FIGS.22 and 23.

Heat dissipater ducts 341 include a plurality of internal longitudinalducts (i.e. flow conduits) circumferentially spaced around thecircumference of containment vessel shell 204. Ducts 341 extendvertically parallel to the vertical axis VA and in one embodiment areattached to the interior surface of shell 204. The ducts 341 may be madeof metal such as steel and are welded to interior of the shell 204. Inone possible configuration, without limitation, the ducts 341 may becomprised of vertically oriented C-shaped structural channels (in crosssection) or half-sections of pipe/tube positioned so that the parallellegs of the channels or pipe/tubes are each seam welded to the shell 204for their entire height to define a sealed vertical flow conduit. Thefluid (liquid or steam phase) in the heat dissipater ducts in thisembodiment therefore directly contacts the reactor containment vessel200 to maximize heat transfer through the vessel to the water in theannular reservoir (primary annulus 313) which forms a heat sink for thereactor containment vessel 200 and the heat dissipater ducts. Othersuitably shaped and configured heat dissipater ducts 341 may be providedfor this type construction so long as the fluid conveyed in the ductscontacts at least a portion of the interior containment vessel shell 204to transfer heat to the water-filled annulus 313.

In other possible but less preferred acceptable embodiments, the heatdissipater ducts 341 may be formed from completely tubular walled flowconduits (e.g. full circumferential tube or pipe sections rather thanhalf sections) which are welded to the interior containment vessel shell204. In these type constructions, the fluid conveyed in the ducts 341will transfer heat indirectly to the reactor containment vessel shell204 through the wall of the ducts first, and then to the water-filledannulus 313.

Any suitable number and arrangement of ducts 341 may be provideddepending on the heat transfer surface area required for cooling thefluid flowing through the ducts. The ducts 341 may be uniformly ornon-uniformly spaced on the interior of the containment vessel shell204, and in some embodiments grouped clusters of ducts may becircumferentially distributed around the containment vessel. The ducts341 may have any suitable cross-sectional dimensions depending on theflow rate of fluid carried by the ducts and heat transferconsiderations.

The open upper and lower ends 341 a, 341 b of the ducts 341 are eachfluidly connected to a common upper inlet ring header 343 and loweroutlet ring header 344. The annular shaped ring headers 343, 344 arevertically spaced apart and positioned at suitable elevations on theinterior of the containment vessel 200 to maximize the transfer of heatbetween fluid flowing vertically inside ducts 341 and the shell 204 ofthe containment vessel in the active heat transfer zone defined byportions of the containment vessel having the external longitudinal fins220 in the primary annulus 313. To take advantage of the primarywater-filled annulus 313 for heat transfer, upper and lower ring headers343, 344 may each respectively be located on the interior of thecontainment vessel shell 204 adjacent and near to the top and bottom ofthe annulus.

In one embodiment, the ring headers 343, 344 may each be formed ofhalf-sections of arcuately curved steel pipe as shown which are weldeddirectly to the interior surface of containment vessel shell 204 in themanner shown. In other embodiments, the ring headers 343, 344 may beformed of complete sections of arcuately curved piping supported by andattached to the interior of the shell 204 by any suitable means.

In one embodiment, the heat dissipation system 340 is fluidly connectedto a source of steam that may be generated from a water mass inside thecontainment vessel 200 to reject radioactive material decay heat fromthe reactor core. The containment surface enclosed by the ducts 341serves as the heat transfer surface to transmit the latent heat of thesteam inside the ducts to the shell 204 of the containment vessel 200for cooling via the external longitudinal fins 220 and water filledannulus 313. In operation, steam enters the inlet ring header 343 and isdistributed to the open inlet ends of the ducts 341 penetrating theheader. The steam enters the ducts 341 and flows downwards therein alongthe height of the containment vessel shell 204 interior and undergoes aphase change from steam to liquid. The condensed steam drains down bygravity in the ducts and is collected by the lower ring header 344 fromwhich it is returned back to the source of steam also preferably bygravity in one embodiment. It should be noted that no pumps are involvedor required in the foregoing process.

It will be appreciated that in certain embodiments, more than one set orarray of heat dissipater ducts 341 may be provided and arranged on theinside surface of the inner containment vessel 200 within thecontainment space defined by the vessel.

Auxiliary Air Cooling System

According to another aspect of the present disclosure, a secondary orbackup passive air cooling system 400 is provided to initiate aircooling by natural convection of the containment vessel 200 if, for somereason, the water inventory in the primary annulus 313 were to bedepleted during a thermal reactor related event (e.g. LOCA or reactorscram). Referring to FIG. 8, the air cooling system 400 may be comprisedof a plurality of vertical inlet air conduits 401 spacedcircumferentially around the containment vessel 200 in the primaryannulus 313. Each air conduit 401 includes an inlet 402 which penetratesthe sidewalk 320 of the containment enclosure structure (CES) 300 and isopen to the atmosphere outside to draw in ambient cooling air. Inlets402 are preferably positioned near the upper end of the containmentenclosure structure's sidewalls 320. The air conduits 401 extendvertically downwards inside the annulus 313 and terminate a shortdistance above the base mat 304 of the foundation (e.g. approximately 1foot) to allow air to escape from the open bottom ends of the conduits.

Using the air conduits 401, a natural convection cooling airflow pathwayis established in cooperation with the annulus 313. In the event thecooling water inventory in the primary annulus 313 is depleted byevaporation during a thermal event, air cooling automatically initiatesby natural convection as the air inside the annulus will continue to beheated by the containment vessel 200. The heated air rises in theprimary annulus 313, passes through the secondary annulus 330, entersthe head space 318, and exits the dome 316 of the containment enclosurestructure (CES) 300 through the vent 317 (see directional flow arrows,FIG. 8). The rising heated air creates a reduction in air pressuretowards the bottom of the primary annulus 313 sufficient to draw inoutside ambient downwards through the air conduits 401 thereby creatinga natural air circulation pattern which continues to cool the heatedcontainment vessel 200. Advantageously, this passive air cooling systemand circulation may continue for an indefinite period of time to coolthe containment vessel 200.

It should be noted that the primary annulus 313 acts as the ultimateheat sink for the heat generated inside the containment vessel 200. Thewater in this annular reservoir also acts to maintain the temperature ofall crane vertical support columns 331 (described earlier) atessentially the same temperature thus ensuring the levelness of thecrane rails (not shown) at all times which are mounted in the largerportion 216 of the containment vessel 200.

Operation of the reactor containment system 100 as a heat exchanger willnow be briefly described with initial reference to FIG. 19. This figureis a simplified diagrammatic representation of the reactor containmentsystem 100 without all of the appurtenances and structures describedherein for clarity in describing the active heat transfer and rejectionprocesses performed by the system.

In the event of a loss-of-coolant (LOCA) accident, the high energy fluidor liquid coolant (which may typically be water) spills into thecontainment environment formed by the containment vessel 200. The liquidflashes instantaneously into steam and the vapor mixes with the airinside the containment and migrates to the inside surface of thecontainment vessel 200 sidewalls or shell 204 (since the shell of thecontainment is cooler due the water in the annulus 313). The vapor thencondenses on the vertical shell walls by losing its latent heat to thecontainment structure metal which in turn rejects the heat to the waterin the annulus 313 through the longitudinal fins 220 and exposedportions of the shell 204 inside the annulus. The water in the annulus313 heats up and eventually evaporates forming a vapor which rises inthe annulus and leaves the containment enclosure structure (CES) 300through the secondary annulus 330, head space 318, and finally the vent317 to atmosphere.

As the water reservoir in annulus 313 is located outside the containmentvessel environment, in some embodiments the water inventory may beeasily replenished using external means if available to compensate forthe evaporative loss of water. However, if no replenishment water isprovided or available, then the height of the water column in theannulus 313 will begin to drop. As the water level in the annulus 313drops, the containment vessel 200 also starts to heat the air in theannulus above the water level, thereby rejecting a portion of the heatto the air which rises and is vented from the containment enclosurestructure (CES) 300 through vent 317 with the water vapor. When thewater level drops sufficiently such that the open bottom ends of the airconduits 401 (see, e.g. FIG. 8) become exposed above the water line,fresh outside ambient air will then be pulled in from the air conduits401 as described above to initiate a natural convection air circulationpattern that continues cooling the containment vessel 200.

In one embodiment, provisions (e.g. water inlet line) are providedthrough the containment enclosure structure (CES) 300 for waterreplenishment in the annulus 313 although this is not required to insureadequate heat dissipation. The mass of water inventor in this annularreservoir is sized such that the decay heat produced in the containmentvessel 200 has declined sufficiently such that the containment iscapable of rejecting all its heat through air cooling alone once thewater inventor is depleted. The containment vessel 200 preferably hassufficient heat rejection capability to limit the pressure andtemperature of the vapor mix inside the containment vessel (within itsdesign limits) by rejecting the thermal energy rapidly.

In the event of a station blackout, the reactor core is forced into a“scram” and the passive core cooling systems will reject the decay heatof the core in the form of steam directed to upper inlet ring header 343of heat dissipation system 340 already described herein (see. e.g. FIGS.16 and 18). The steam then flowing downwards through the network ofinternal longitudinal ducts 341 comes in contact with the containmentvessel shell 204 interior surface enclosed within the heat dissipationducts and condenses by rejecting its latent heat to the containmentstructure metal, winch in turn rejects the heat to the water in theannulus via heat transfer assistance provide by the longitudinal fins220. The water in the annular reservoir (primary annulus 313) heats upeventually evaporating. The containment vessel 200 rejects the heat tothe annulus by sensible heating and then by a combination of evaporationand air cooling, and then further eventually by natural convection aircooling only as described herein. As mentioned above, the reactorcontainment system 100 is designed and configured so that air coolingalone is sufficient to reject the decay heat once the effective waterinventory in annulus 313 is entirely depleted.

In both these foregoing scenarios, the heat rejection can continueindefinitely until alternate means are available to bring the plant backonline. Not only does the system operate indefinitely, but the operationis entirely passive without the use of any pumps or operatorintervention.

Passive Reactor Cooling System

According to another aspect of the invention, a passive gravity-drivennuclear reactor cooling system 600 is provided to reject the reactor'sdecay heat following a loss-of-coolant accident (LOCA) during which timethe reactor is shutdown (e.g. “scram”). The cooling system does not relyon and suffer the drawbacks of pumps and motors which require anavailable electric supply. Accordingly, the reactor cooling system 600can advantageously operate during a power plant blackout situation.

Referring to FIGS. 20 and 21, the passive reactor cooling system 600 inone embodiment is an atmospheric pressure closed loop flow system in oneembodiment comprised of three major fluidly coupled parts orsub-systems, namely (i) a reactor well 620, (ii) a discrete set or arrayof heat dissipater ducts 341 (HDD) integrally connected to the innerwall of the containment structure (described in detail above), and (iii)an in-containment reactor water storage tank 630 filled with a reserveof cooling water. The reactor cooling system 600 is configured toutilize cooling water flooded into the reactor well 620 from the storagetank to extract the thermal energy generated by the fuel core during areactor shutdown and LOCA that can continue indefinitely in the absenceof an available source of electric power, as further described herein.Although FIGS. 20 and 21 shows the reactor well 620 in the floodedcondition, it should be noted that the reactor well is dry and emptyduring the normal power generation operating mode of the reactor priorto a LOCA event.

Referring to FIGS. 20-23, the reactor vessel 500 containing the nuclearcore 501 is disposed in reactor well 620 defined by a large concretemonolith 621. The monolith 621 is formed inside the inner containmentvessel 200 (best shown in FIG. 21). Reactor vessel 500 is generallyfunned by a vertically elongated cylindrical shell (sidewall) and aclosed bottom head 505. Accordingly, the reactor vessel 500 isvertically oriented with a majority of the height or length of thereactor vessel being positioned inside the reactor well as shown. Thereactor well 620 is an annular vacant space surrounding the reactorvessel 500 and may be dry and unfilled during normal power generationoperation of the reactor. The bottom head 505 of the reactor vessel 500is spaced above the bottom of the reactor well 620. The top of thereactor well 620 may be partially or completely closed by a closurestructure. In one embodiment, the closure structure may be formed atleast in part by a ring-shaped reactor support flange 632 that extendscircumferentially around the perimeter of the reactor vessel 500. Theannular support flange may be supported by the concrete monolith 621.Additional structural and other elements (e.g. metal, concrete,seals/gaskets, etc.) may be provided to supplement the support flange632 and to seal the top of the reactor well 630 if it is to becompletely sealed for better capturing steam present in the reactor wellwhich is directed to the auxiliary heat dissipation system 340, asfurther described herein.

The outer wall of the reactor well 620 may be insulated by one or morelayers of stainless steel liners 700 with small interstitial space orair gap formed between them (see, e.g. FIGS. 22, 22A, 22B). Foradditional cooling of the reactor well space, cold water may becirculated in the inter-liner spaces in some embodiments. The stainlesssteel liners 700 serve to block extensive heating of the concretemonolith 621 forming the reactor well.

Referring to FIGS. 20 and 22 (including sub-parts A and B), the outsidesurface of the reactor vessel 500 may also be insulated by a linerassembly comprised of one or more layers of metal liners 701 with smallinterstitial spaces or air gaps therebetween which serve to retard theoutflow of heat generated by the reactor core 501 during normal reactoroperation. In some non-limiting examples, the liners may preferably bestainless steel or aluminum: however, other suitable metals for areactor well environment may be used. Preferably, in one embodiment, theliners 701 may extend completely around the circumference and the entireheight of the reactor vessel 500 that is positioned within the reactorwell 620 including under the bottom head 505 of the reactor vessel. Theentire perimeter of the reactor vessel 500 lying within the reactor wellmay therefore include the liners 701 such that a plurality of liners isdisposed between the outside surface of the reactor vessel 500 andoutermost liner 510.

The insulating liner assembly comprised of liners 701 may include anarray of one or more flow-holes which may be formed by top flow-holenozzles 702 disposed in the upper sidewall (shell) region of the reactorvessel 500 and reactor well 620, preferably below the first pipepenetration into the reactor vessel in one embodiment. The nozzles 702are in fluid communication with the air gaps (interstitial spaces) inthe insulating liner assembly and space formed within the reactor well620. The top flow-hole nozzles 702 are therefore disposed on the outsidesurface of the reactor vessel sidewall, but are not in fluidcommunication with the interior of the reactor vessel 500 and primarycoolant therein. Although in some embodiments the nozzles 702 may beattached to outside surface of the reactor vessel for support, thenozzles are instead configured to be in fluid communication with the airgaps formed in the side liner 701 assembly on the outside of the reactorvessel as noted above. In one embodiment, for example, this may beaccomplished by providing a plurality of lateral holes in the nozzles702 adjacent the air gaps between the liners 701. The top flow-holenozzles 702 are configured and operable to evacuate steam flowing withinthe liner assembly and discharge the steam to the reactor well, asfurther described herein.

The top flow-hole nozzles 702 may be circumferentially spaced around thereactor vessel. In one non-limiting embodiment, four top flow-holenozzles 702 may be provided at approximately the same elevation. Otherarrangements and numbers of top flow-hole nozzles 702 may be provided.

One or more bottom flow-hole nozzles 703 may also be provided for thevessel liners 701 adjacent the bottom bead 505 of the reactor vessel500. In one embodiment, a single larger nozzle 703 may be provided whichis concentrically aligned with the centerline CL of the reactor vessel500 at the lowest point on the arcuate bottom reactor vessel head 505.The nozzle 703 may be supported, configured, and arranged to form fluidcommunication with the air gaps (interstitial spaces) between the bottomliners 701 and reactor well 620 in similar fashion as the top flow-holenozzles 702. Nozzle 703 may therefore be constructed and operatesimilarly to top flow-hole nozzles 702 being supported by, but riot influid communication with the interior of the reactor vessel 500 andprimary coolant therein. The bottom flow-hole nozzle 703 is configuredand operable to admit cooling water in the reactor well from the waterstorage tank 630 into the lower portion of the insulating linerassembly, as further described herein.

The top flow-hole nozzles 702 may have provisions such as closure flaps704 which are designed to remain closed during normal operation of thereactor when the gaps between the reactor vessel 500 and the liners 701are filled with air (see, e.g. FIG. 22A). The flap and nozzlecombination forms a flap valve. The flaps 704 are each pivotably movableand connected to its respective nozzle 702 at a top end by a pivot 705.Any suitable type of pivot may be provided, such as without limitation apinned joint or self-hinge wherein the flap is made of a flexiblematerial such as a high temperature withstanding polymer. The flaps 704may be made of any suitable metallic or non-metallic material. Thevertical orientation and weight of the flap 704 holds it in the closedposition against the free end of nozzle 702 by gravity. In otherembodiments, a commercially available flap valve comprising a valve bodyand flap may instead be mounted on the free end of the top flow-holenozzles 702 to provide the same functionality.

The bottom flow-hole nozzles 703 are also normally each closed by a flap706 during normal operation of the reactor when the gaps between thereactor vessel 500 and the liners 701 are filled with air (see, e.g.FIG. 22B). In one embodiment, the flaps 706 may be held closed via afloat device including a buoyant float 709 rigidly connected to one endof the flap by a linkage arm 708. The flap 706 and linkage arm 708assembly is pivotably coupled to a bottom nozzle 703 by a pivot 707,such as without limitation a pinned joint in one embodiment. Flap 706 ispreferably made of a rigid metallic or non-metallic material in order tomaintain its shape and seal against the free end of nozzle 703 when inits closed position.

In operation, gravity acts downward on the float 709 when the reactorwell 620 is empty during normal operation of the reactor. This rotatesthe float 709 and the flap 706 assembly in a counter-clockwise directionto force the flap against the free end of nozzle 703. When water floodsthe reactor well 620 from storage tank 630 during a LOCA event asfurther described herein, the rising water will cause the float 709 torotate upwards now in a clockwise direction. This simultaneously rotatesthe flap clockwise and downward opening the nozzle 703 admitting waterinto the air gaps between the reactor vessel 500 metal shell wall andthe stainless steel liners 701.

When the cooling water W from water storage tank 630 enters the air gapsbetween the liners 701 and comes in contact with the metal reactorvessel 500 wall after the passive reactor cooling system 600 isactivated, the water vaporizes producing steam which raises the pressurein the gap. This buildup of pressure forces the flaps 704 of the topflow-hole nozzles 702 to open and relieve the steam build up into thereactor well 620 which is subsequently routed to the heat dissipationducts 341 of the auxiliary heat dissipation system 340, as furtherdescribed herein. Accordingly, the cooling water W therefore enters theliners 701 through the open flap(s) 706 of the bottom flow-holenozzle(s) 703 and is evacuated from the liner assembly through the topflow-hole nozzles 702 in the form of steam.

Referring now to FIGS. 20 and 21, the concrete monolith 621 furtherdefines a large in-containment cooling water storage tank 630 (i.e.within the inner containment vessel 200 also variously shown in FIGS.1-19). The water tank 630 holds a reserve of cooling water W and isfluidly coupled and positioned to dump its contents into the reactorwell 620 in the event of a LOCA. In one embodiment, water storage tank630 is fluidly coupled to the reactor well 620 by an upper and lowerflow conduit 633 in which dump valves 631 are positioned to controlflow. At least one flow conduct 633 with dump valve 634 may be provided;however, in some embodiments more than two flow conduits with dumpvalves may be provided. The dump valve may be operated in a fully openedor closed mode, or alternatively if needed throttled in a partially openmode. During normal power generation operation of the reactor, the dumpvalves are normally closed to prevent cooling water W from flooding intothe reactor well 620 through the flow conduits. The dump valves 631 maybe automatically operated via electric or pneumatic valve operators. Inone embodiment, the dump valves 631 may be configured to operate as“fail open” when power supply is lost to the valves to automaticallyflood the reactor well 620 with cooling water W.

In some preferred non-limiting embodiments, the cooling water tank 630has a volumetric capacity at least as large as or larger than thecapacity of the reactor well 620 to optimize cooling the reactor coreand replenishing any cooling water W in the reactor well which might belost as steam to the containment space in designs where the top of thereactor well is either not intentionally fully enclosed amid/or tightlysealed or may be damaged.

A method for operating the passive reactor cooling system 600 will nowbe described with primary reference to FIGS. 20-22. As mentioned earlierin this disclosure, in the case of a LOCA, the pressure and temperaturein the containment will rise. When the containment pressure (ortemperature) reaches a pre-set threshold value, then the dump valves 631connecting the water storage tank 630 and reactor well 620 are openedcausing a rapid transfer of cooling water W and filling of the reactorwell. The insulating liners 701 on the reactor vessel 500 protect itfrom rapid quenching (and high thermal stresses). After the water in thereactor well 620 reaches near the top flow-hole nozzle 702 in the liner701 assembly (until then the reactor vessel is undergoing limitedcooling that the heat transfer across the liners to the reactor wellwater), then the cold cooling water W begins to fill the interstitialspaces between the liners and the reactor vessel thus significantlyaccelerating the extraction of decay heat from the reactor core 501 andreactor vessel.

After some time, the temperature of the pool of deposited water in thereactor well 620 reaches the boding point temperature and begins toboil. The steam thus produced rises by buoyancy action through inletpiping 603 to the bank of heat dissipater ducts 341 of the auxiliaryheat dissipation system 340, as described above and shown in FIGS. 16,18, and 21. These ducts 341 condense the steam generated in the reactorwell pool and return the condensate to the reactor well 620 via outletpiping 603 with the latent heat of steam. delivered to the externalannular reservoir 313 holding water having a temperature lower than thesteam to form a heat sink in thermal communication with the containmentvessel 200. Accordingly, the heat from the spilled reactor coolingsystem primary coolant water (e.g. via a primary coolant piping failure)is thus removed by the containment, albeit less efficiently, as thewater/air mixture rises and contacts the internal surface of thecontainment (which is equipped with large external and internal fins220, 221 shown in FIG. 3 and described above) to facilitate the heatextraction.

It should be noted that the flow of steam and condensate between theheat dissipater ducts 341 and reactor well 620 is advantageously drivensolely by gravity due to the changing densities of the steam andcondensate, without need for pumps and an available power supply. Theheat dissipater ducts 341 are therefore preferably positioned on theinner containment vessel 200 wall at higher location than the reactorwell 630 and the extraction point of steam from the reactor well. Flowof steam and condensate through the inlet and outlet piping 603 to andfrom the array of heat dissipater ducts 341 may be controlled bysuitable valves 625 (see FIG. 20), which may be operated in an on/offmode, or throttled. Valves 625 may be configured to operate as “failopen” when power supply is lost to the valves which may have electric orpneumatic valve operators. This automatically opens and actuates theclosed flow loop of the reactor cooling system 600 between the heatdissipater ducts 341 and reactor well 620.

The inlet steam piping 603 to the heat dissipater ducts 341 may befluidly coupled to the top portion of reactor well 620 to optimallycapture the accumulating steam. The outlet condensate return piping 603may be fluidly coupled to the top portion of water storage tank 630 tooptimally capture the accumulating steam. The atmospheric closed flowloop of the reactor cooling system 600 between the reactor well 620 andheat dissipater ducts 341 may therefore flow through the water storagetank 630 (see FIG. 21).

In the event of a LOCA, as the water inventory in the annular reservoir313 between the inner containment vessel 200 and outer containmentenclosure structure 300 evaporates, it may be readily replenished.However, if replenishment is not possible, then the receding waterinventory in the reservoir 313 will actuate rejection of heat to the airby ventilation action using the passive air cooling system 400 describedabove. Once all the water has evaporated in the reservoir 313, thecontainment structure will continue to reject heat by air cooling alone.Air cooling after a prolonged period of water cooling is ideallysufficient to remove all the decay heat. This also passive gravitydriven heat expulsion process driven by changing air densities cancontinue as long as necessary to cool the reactor.

It will be appreciated that numerous variations of the foregoing methodfor operating the passive reactor cooling system 600 are possible.

While the foregoing description and drawings represent some examplesystems, it will be understood that various additions, modifications andsubstitutions may be made therein without departing from the spirit andscope and range of equivalents of the accompanying claims. Inparticular, it will be clear to those skilled in the art that thepresent invention may be embodied in other forms, structures,arrangements, proportions, sizes, and with other elements, materials,and components, without departing from the spirit or essentialcharacteristics thereof. In addition, numerous variations in themethods/processes described herein may be made. One skilled in the artwill further appreciate that the invention may be used with manymodifications of structure, arrangement, proportions, sizes, materials,and components and otherwise, used in the practice of the invention,which are particularly adapted to specific environments and operativerequirements without departing from the principles of the presentinvention. The presently disclosed embodiments are therefore to beconsidered in all respects as illustrative and not restrictive, thescope of the invention being defined by the appended claims andequivalents thereof, and not limited to the foregoing description orembodiments. Rather, the appended claims should be construed broadly, toinclude other variants and embodiments of the invention, which may bemade by those skilled in the art without departing from the scope andrange of equivalents of the invention.

What is claimed is:
 1. A passive reactor cooling system usable after aloss-of-coolant accident, the system comprising: a containment vessel inthermal communication with a heat sink; a reactor well disposed in thecontainment vessel; a reactor vessel disposed at least partially in thereactor well, the reactor vessel containing a nuclear fuel core whichheats primary coolant in the reactor vessel; a water storage tankdisposed in the containment vessel and in fluid communication with thereactor well, the tank containing an inventory of cooling water; and aheat exchanger disposed in the containment vessel, the heat exchanger influid communication with the reactor well via a closed flow loop inwhich the flow is driven via gravity; wherein following a loss ofprimary coolant, the tank is configured and operable to flood thereactor well with cooling water which is converted into steam by heatfrom the fuel core and flows through the closed flow loop to the heatexchanger.
 2. The system according to claim 1, wherein the steamcondenses in the heat exchanger forming condensate, and the condensateflows via gravity back to the reactor well.
 3. The system according toclaim 1, wherein the heat exchanger comprises an array of heatdissipater ducts integrally attached to the containment vessel.
 4. Thesystem according to claim 1, wherein the heat sink comprises an annularreservoir holding water that surrounds the containment vessel.
 5. Thesystem according to claim 4, wherein the water in the annular reservoirhas a temperature lower than the temperature of the steam whichcondenses the steam.
 6. The system according to claim 4, wherein theannular reservoir is formed between the containment vessel and an outercontainment enclosure structure.
 7. The system according to claim 2,wherein the closed flow loop includes: inlet steam piping fluidlycoupling a top portion of the reactor well and heat exchanger, andoutlet condensate piping fluidly coupling the heat exchanger and waterstorage tank.
 8. The system according to claim 1, wherein the reactorwell and water storage tank are formed in a concrete monolith disposedin the containment vessel.
 9. The system according to claim 1, whereinthe water storage tank is fluidly coupled to the reactor well by atleast one flow conduit having a dump valve disposed therein, the dumpvalve configured to control the flow of cooling water to the reactorwell by moving from a closed position to an open position.
 10. Thesystem according to claim 1, further comprising an insulating linerassembly disposed on an outside surface of the reactor vessel, the linerassembly comprising a plurality of spaced apart metal liners having airgaps formed between the liners.
 11. The system according to claim 10,further comprising a top flow-hole nozzle disposed at the outsidesurface of reactor vessel which is in fluid communication with the airgaps formed between the liners and the reactor well, wherein the topflow-hole nozzle is configured and operable to evacuate steam producedwithin the liner assembly and discharge the steam to the reactor well.12. The system according to claim 11, wherein the top flow-hole nozzleincludes a flap configured to cover the nozzle, the flap being pivotablymovable between an open position and a closed position.
 13. The systemaccording to claim 10, further Comprising a bottom flow-hole nozzledisposed at the outside surface of a bottom head of the reactor vesselwhich is in fluid communication with the air gaps formed between theliners and the reactor well, wherein the bottom flow-hole nozzle isconfigured and operable to admit cooling water in the reactor well intothe liner assembly.
 14. The system according to claim 13, wherein thebottom flow-hole nozzle includes a flap configured to cover the nozzle,the flap being pivotably movable between an open position and a closedposition.
 15. A passive reactor cooling system usable after aloss-of-coolant accident, the system comprising: a containment vessel inthermal communication with a heat sink; a reactor well disposed in thecontainment vessel; a reactor vessel disposed at least partially in thereactor well, the reactor vessel containing a nuclear fuel core andprimary coolant heated by the fuel core; a water storage tank disposedin the containment vessel and in fluid communication with the reactorwell, the tank containing an inventory of cooling water; and a heatexchanger disposed in the containment vessel, the heat exchanger influid communication with the reactor well via an atmospheric pressureclosed flow loop; wherein following a loss of primary coolant, the tankis configured and operable to flood the reactor well with cooling water;wherein the cooling water in the flooded reactor well is heated by thefuel core and converted into steam, the steam flows through the closedflow loop to the heat exchanger and condenses forming condensate, andthe condensate flows via gravity back to the reactor well.
 16. Thesystem according to claim 15, wherein the heat exchanger comprises anarray of heat dissipater ducts integrally attached to the containmentvessel.
 17. The system according to claim 15, wherein the heat sinkcomprises an annular reservoir holding water that surrounds thecontainment vessel.
 18. The system according to claim 15, wherein thereactor well and water storage tank are formed in a concrete monolithdisposed in the containment vessel.
 19. The system according to claim15, wherein the water storage tank is fluidly coupled to the reactorwell by at least one flow conduit having a dump valve disposed therein,the dump valve configured to control the flow of cooling water to thereactor well by moving from a closed position to an open position. 20.The system according to claim 15, further comprising an insulating linerassembly disposed on an outside surface of the reactor vessel, the linerassembly comprising a plurality of spaced apart metal liners having airgaps formed between the liners.
 21. The system according to claim 20,further comprising: a top flow-hole nozzle disposed at the outsidesurface of reactor vessel which is in fluid communication with the airgaps formed between the liners and the reactor well, the top flow-holenozzle being configured and operable to evacuate steam produced withinthe liner assembly and discharge the steam to the reactor well; and abottom flow-hole nozzle disposed at the outside surface of a bottom headof the reactor vessel which is in fluid communication with the air gapsformed between the liners and the reactor well, the bottom flow-holenozzle being configured and operable to admit cooling water in thereactor well into the liner assembly; wherein the cooling water entersthe liner assembly through the bottom flow-hole nozzle and is convertedto steam by heat from the reactor fuel core, and the steam exits theliner assembly and flows into the reactor well through the top flow-holenozzle.
 22. The system according to claim 21, wherein the top and bottomflow-hole nozzles each include a closure flap configured to cover thenozzle, the flaps being pivotably movable between an open position and aclosed position.
 23. A method for passively cooling a nuclear reactorafter a loss-of-coolant accident, the method comprising: locating areactor vessel containing a nuclear fuel core and primary coolant in areactor well disposed inside a containment vessel; at least partiallyfilling a water storage tank fluidly coupled to the reactor well withcooling water; releasing cooling water from the water storage tank intothe reactor well; heating the cooling water with the fuel core;converting the cooling water at least partially into steam; accumulatingthe steam in the reactor well; flowing the steam through a heatexchanger; condensing the steam thrilling condensate in the heatexchanger; and returning the condensate to the reactor well; wherein thecoolant steam and condensate circulates through a closed flow loopbetween the heat exchanger and reactor well.
 24. The method according toclaim 23, wherein the steam is produced within an insulating linerassembly disposed on an outside surface of the reactor vessel, the linerassembly being fluidly coupled to the reactor well via flow-hole nozzlesdisposed at the bottom and top portions of the reactor vessel.
 25. Thesystem according to claim 23, wherein the heat exchanger comprises anarray of heat dissipater ducts integrally attached to the containmentvessel.
 26. The system according to claim 23, wherein the condensingstep further includes the heat exchanger rejecting heat from the steamto an annular reservoir holding water that surrounds the containmentvessel.